HomeMy WebLinkAboutWTR2701451.1seoasr
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� EX. 8 "D. 1.
PROJEC T S l TE
FITTING SCHEDULE
FLANGE
x
FLANGE
MECH. JOINT
x
'MECH. JOINT
MECH. JOINT
x
FLANGE
PLAIN END
X
FLANGE
PLAIN END
A
MECH. JOINT
MISC.
TEES IN CROSSES
FT �-P
)YC )�
"(
GATE VALVES
INI
]N[
]NI
BUTTERFLY VALVES
I A I
]k
]►t1I
11 1/4•
BENDS 22 1/2'
45•
900
/-4
',-1
11-4
TA
J--C
A -C
-t{
Y,`(.t
37 4
LI
REDUCERS
1101
]POE
W
101
W
ADAPTERS
COUPLINGS
-—
BLOWOFF
FIRE HYDRANT
-�
THRUST BLOCK
*WHERE MECHANICAL JOINT IS SHOWN, BELL OR HUB END FITTINGS
MAY BE SUBSTITUTED.
.....................................
............ ial:t:...Concrete.t..�..__............... ........
must; be -saw-cut ?
r�epl�icement .p.at to :be. • • .
......... . . ....... :......... : .1• thicker -than previously .
E.xistin�q- Asphalt{ • V- Mir:: Crushed Surfacing: :
6otiere e_.................... __..... _...... ....... :...:Tap.... C6.urse:...........:_...........:...:..�...:...:...:...:...:...:_.
Compacted Crushed`: Rock . . . . .
. . . . . . . . . Backf ill /• or -Pits Run Gravel.
: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Backf;Comgac:te0:0 95$ .. .
Modified -Density
...................................................... � _........... ...: ....... ....: .. ............. .................. _...........: ...............................
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�:
Gy�G 6�oitr✓� ..... ;. :. R • ......... .........
s.,........ .........
.....:...................
.................... ... ......... ...T:REN.CH.I.A.
....._........................................................._._.........;.....................................
PHALT:.....PATCH ...... DETAIL ...........:...:...............................
GENERAL NOTES:
1. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-
HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE DEFLECTION.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY WATER
DISTRICT NO. 107 STANDARD SPECIFICATIONS.
3. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR
PROPER FITTINGS AND DEPTH.
4. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES 24 HOURS PRIOR TO
CONSTRUCTION.
5. ALL ADAPTERS TO BE CAST IRON FITTINGS. NO ROMAC COUPLINGS ALLOWED
6. ALL STREET RESTORATION TO BE IN ACCORDANCE WITH CITY OF RENTON AND
KING COUNTY SPECIFICATIONS. CONTRACTOR SHALL COORDINATE
CONSTRUCTION SUCH THAT ALL TRENCH WORK IS COMPLETED PRIOR TO
ADJACENT SANITARY SEWER CONSTRUCTION OVERLAY WORK IS PERFORMED.
7. CITY OF RENTON STREET OPENING PERMIT REQUIRED PRIOR TO STARTING ANY r
WORK.
8. CONTRACTOR SHALL USE CAUTION IN AREA OF EXISTING STORM LINES.
DAMAGED STORM DRAINAGE FACILITIES SHALL BE REPAIRED IN ACCORDANCE
WITH CITY OF RENTON CURRENT STANDARDS AND SPECIFICATIONS.
si
MM Ow
JO• NO.
DESIGNED DH Y O S H ID A, INC. NOU. 1989 WILLIAM CLARK �sa2. NO
KING COUNTY WATER DISTRICT NO. 107 SCALE
DRAWN CU Z ADDED TENCH ASPHALT PATCH SECTION MAR DH 12-15117 C o n s u I ► � n p E n q i n • • r s :cALF �" SHEET NO.
WATER EXTENSION KIRKLAND WASf11NGTON � wl�wowED F.e.No. of 3
�'H s('KED SYMBOL REVISION BY ArlM�OV[D DATE �